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HomeMy WebLinkAbout2016-00688 - addn/remodel/repair dli l I CITY OF ORONO * 2016 - 00688 * • 2750 KELLEY PARKWAY DATE ISSUED: 06/29/2016 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 1130 OLD CRYSTAL BAY RD S PIN : 09-117-23-14-0007 LEGAL DESC : COLWELL ADDN : LOT 000 BLOCK 001 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 47,000.00 NOTE: SEPARATE PERMITS REQUIRED: ELECTRICAL(STATE) ADDING A PERGOLA TO ATTACHED DECK,RE-DECKING DECK BOARDS&ADDING A BOULDER WALL OTHER INSPECION REQUIRED: RETAINIG WALL MID LEVEL INSPECITON AND FOOTING. INITIAL: APPLICANT PERMIT FEE SCHEDULE 682.05 STATE SURCHARGE(VALUATION) 23.50 SOUTHVIEW DESIGN TOTAL 705.55 2383 PILOT KNOB RD Payment(s) MENDOTA HEIGHTS,MN 55120- CHECK 34326 238.72 (651)203-3032 CHECK 21073 466.83 OWNER SCHNELL,ROBERT&BETH 1130 OLD CRYSTAL BAY RD S WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. 121 I 6 �°(. (� / Z.r1/ /,(o Applicant Permitee Signature Dat Issued B ignature Date Builder Acknowledgement Form Permit #2016-00688/ 1130 Old Crystal Bay Rd S Builder Representative Name: ,M c& S. S.�_ p� Permit Conditions: Initials Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. Existing trees should be protected from grading and trucking through snow fence or similar. Tree protection should be inspected by the City prior to commencement of grading; provide a minimum of a 24-hour notice prior to inspection. The designing engineer should provide certification that all walls exceeding 4-feet in height were constructed per the approved design. In order to close out the permit the project must have successfully completed all inspections including vegetation establishment; and an as-built survey and hardcover calculations are required prior to refunding of the escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls,etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\old crystal bay rd s\1130\builder acknowledgement 2016-00688.docx f _ . City of Orono /pro. 33 Building Permit Application for New Structures or Additions Mailing Address: Peri 20 (4j-(�0 IO D g SONO Crystal Bay,MN 55323-0066 kv PO Box 66 /``�[....t; D�te? i tc • ._,(0.,_.-4. --7,--- 1 p -N, Street Address.•• Receivedke89 EDI o J' *� 2750 Kelley Pa y P c'L 3q321, Iio- a4LL 3s �` ----__________TD.... Orono MN 55356 2.0 5 er f iwle • ^ Liz.•IcESHoy:" Main: 952-249-4600 -C-> Arp tyy -ft, Total Fee: Fax: 952-249-4616 www.ci.orono.mn.tis . This application form must be completed in full and aft required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 1t2jD 01•D LRy . R-C 1? SCor4-J O NMD J s5341 Will this be a Parade of Homes, Remodelers Showcase Hbme or other Display Hbme? dYes NI No If yes,a special event permit is required with Police Department and City Council approval 80 days prior to the event. Shuttle bus service writ be required unless applicant demonstrates sufficient on-site perking is available. Non-pe,m ted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: Ctrf4iViEW DESIt i :TIM 4 OH N6tki State License# Expiration Date: Phone: (cell)tf/51.15.-4151 (office) U5 . 3P32.. V-PMS) I Mailing Address: 23S 111..or Wk1o8 (-OA-Q C : C>bT lfl �Jr�'I 2.1 .12 Contact Person: p`j•'{�, Mt C.1- J Applicant is: tra / Homeowner (Girds One) Email and/or Fax: 141\t 1C W-1.4v1J l? V i e1+�.bE 6tJ j . LOA_ n PROPERTY OWNER INFORMATION: Name: gor3L¢T • eelli 47C UM4... Phone(day): Le I2.• b*• 3435 Address: l t 3O OL-) CPYSTAL 13NY (a-C) S• City: VP-p...10 ZIP: f_de..7,aq I Email and/or Fax BE'[4•1. Sow KIELL, e Ea11/44411... i;OI1/44 ARCHITECT/ENGINEER INFORMATION: Name: SC.(9-ITP • ' %coJ CciVlt- DE51f*1 MOF' SIOv -S) Phone(day): q 2 . • 7- ,,rr Address: Qb(t D ' Ly/ O t a S SW TEi#ZCity:ELOaMII -- ZlP: / 42-O _ Email and/or Fax: c cOVr P(C — US . C O M PROJECT INFORMATION: Description of project: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply 0 New Construction Igi Single Family with 0 Accessory Bldg./Garage ❑Accessoryuildi ,meq {add attached garage Deck 0 Public Sewer _�I ❑ Single Family with Office/Commercial ❑Relocation f4 D j Phi $ ,A detached garage 0 Residence 0 Private Sewer g Other:(specify) 4 ia#O1*..0612- ❑ Multiple Family/Condo ,N Retaining Wall(s) WA'(-L. ❑Public 4-feet or greater 0 Public Water "Any earth movement may require 0 Commercial 0 Storage MCWD review&permits. Industrial 0 Warehouse 0 Private Well Minneheha Creek Watershed District(MCWD) 0 Other. (specify) ®Other(s._ ) 15320 Minnetonka Blvd PEUa0 Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 wWw.minnehahacreek.org_ Estimated Construction Valuation(excluding land) $ 44-/ OW Packet Last Updated: August 2015 Page 21 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction eC a.Length(ft.)= Number of bedrooms= T3-Weeskitflraffie z©`� m/,Q,p�C 4kajo b.Width(ft.)- Number of garage stalls: --11 ` j Areas in square feet — Attached= letai OCcupa`CY t frC.sk1 =- c.Basement= Detached= 11 ICF cif-.,fvc 4 d. 1°R Story = ❑ • Prefab e.2nd Story= — 0 •lop:- Prefab f. 'A Story = rI • - •-=ase specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not • Encidsed Applicable ❑ ❑ Building Permit Escrow Agreement and Fees ❑ ❑ Plan Review Fee ❑ 0 Completed Application Form ❑ 0 Proposed Building Plans-.2 full size sets,to scale and 1 reduced 11 x 17 or 8%x 11 set ❑ 0 Minnesota State Energy Code Calculations arid Mechanical Cdde Requirements ❑ 0 Survey-2 full size,to scale(meeting ALL survey,requirements) fl ' . ' ❑ Hardcover Calculations ❑ 0 • Septic System Certification ❑ 0 Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ' O 0 Landscape Walls and/or Retaining Wall Plans o 0 Stormwater Pollution Prevention Plan(SWPPP) ❑ ❑ Access Permit ❑ 0 Data Privacy Advisory Form . APPLICANT/OWNER ACKNOWLEDGEMENT: . • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and Intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that In the event that ' they `'•'.er conditions prevent the completion of an as-built survey at the tine the Certificate of Occupancy Is - ,, .. a 111_,.1).). •ertlficate of Occupancy may be issued upon receipt of a$10,000 escrow toenswo ' , all site improvinlent I Pr Applicant's Signature. .--4p-17" / 1.4i"--'41111111° Date: C/ LC) `�G(`� /0 f6, Owner's Signature: r `10 Date: 6r Packet Last Updated: August 2015 Page 22 PLA N REVIEW CHECKLPST FMR NEW STRUCTURES / AFEIFTOCHS Address: c� _ 1 a-`;.4 Permit No.: /4`0C6 Description of work A ._ kr r ,- P- 0 Date Recd: Septic review by: jiL 1:14'i Date, , Approved: //4/44/4"//� Zoning review b_ ' 4 '.,' 1 g y. - ,� � _ Date Approved: a Building review by: E41 ff.,e,, Date Approved: t e �/ 7 Grading review by: r,' , r, Date Approved: -"I ` ' Zoning District: s o �., ,ming File 0: 19'"' .11 9 Reso 0: 2-- Reso Date:041fii!I:, Zoning: Lot Area: 1 -ll SF e) Width: Lot Coverage: SF % Survey Submitted: D Yes tri No Date of Survey:LOP/ASS Revised datel?M: lait 1111 CP Landscape plan submitted? NOSIes - ® No Landscaper: ► tA4 U 1,11111 t Proposed'Setbacks: Front(Lake) Rear'(Street) ( N S E W . ) ( N S E • Vhl ) Other Buildings Wetland Side Side Defined Height: Peak Height: - FFE: FFE minus 6 feet .,.._ (r:idstilrig Contour) Perimeter(linear feet)= 50% L.F.below grade Basement?."®Yes 0 No, Stories t - FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lawealprOpesed at or abiitra'gtats floOr(of the basement or START WITHpont den rocrawl spaces and measure frail START wrrH glade to the highest ' - - . roefeven tfbUwas brought into 1f you have a... elevate home. • SUBTRACTION • GABLE OR HIPPED ROOF(no Slalli below grade—Measure (BASED ON windows): Subtract half the distance from highest e>dsfing grade to the ROOF TYPE) between the highest point of the roof highest point of the.roof. to the low point of the corresponding If you have a. gable or hipped roof SUBTRACTION • GABLE OR HIPPED ROOF .. GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half windows): Subtract hatf the distance ROOF TYPE) the distance between the between the top of the highest highest point.of the roof to window and the highest point of the the tow point of the Hoof comasponding gable or hipped roof • ALL OTHER ROOF TYPES(flat. • GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows):Subtract SUBTRACTION Subtract the distance between the half the distance between (BASED ON basement/crawl space floor and the the top of the highest EXISTING highest existing grade adjacent to the ' window and the highest GRADES) foundation OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc).No EQUALS Defined building height subtraction Defined building height EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx Average Lakeshore Setback Bluff Shoreland District H C1ND Permit ? 13 Yes Permit Number: a Yes No a N/A No Yes 13 No Setback: a N/A-see attached Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (Circle one) (%o and sf) %and f) tii'SI Yes a No 13 Yes 1 2 3 4 5 13.01S wr 6 TvDefsy 9 12j Type(s): 0-15`s 34' 341! 513 Fees to be Charged YES NO Rerrnit Plan Review 1/' State Surcharge be"— Investigation Fee SAC-'Mumbler of SAC Units Other(specify) Square Footage $per Square Footage Basement X = $ 14floor X 4 2"d Floor X $ Garage X Estimated Construction Value: $ 41-7 0 Orono Inspections Required Work Requiring separate P�1 Footing ® e E Plumbing 1T Grading; /Filling a Poured Wall Silt Fence/Erosion Control a Mechanical a Fire a Foundation Survey a ardcover Removal i 0 Septic; 'a Water Connection [] Foundation Waterproofing 0 Other(specify) 13 Fireplace Cl Sewer Connection DFraming a Masonry a Lawn irrigation insulation a Mfg. Cl Landscaping OT4s-Buiit Survey Lt Other(specify) Final a Lathe ,p Required State Permits Other(specify) !1 t /11 Wall' Mid c l / Pi S ,ec l' 4. 0 Weil Electrical REMARKS(in-house): PM"i - pt Res d.+ --ras I1 ‘0.681- 19t.4t15, SIfitgr re V1 ePti SVIO t# Lif. rte oto riot e4w o4 tQiSai 11611''2-p telt.14-- OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: )(See Builder Acknowledgement Form 13 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2015 7.1fr rrn r lan raviawr rharklict in-9(11F rinrr Variance Application For: Bob&Beth Schnell(Homeowners) 1130 Old Crystal Bay Road Orono,MN 55391 Tim Johnson-Southview Design(Applicant) Metes and Bounds The following is the County Auditor's description of this tax parcel. It may not be the legal description on the most recent conveyance document recording ownership. Please refer to the legal description of this property on the public record when preparing legal documents for recording PID: 09-117-23-14-0007 Municipality: ORONO SOUTH VIEW Addition Name: COLWELL ADDN •sDESIGN-. Lot: �`lq ndlTgpe r�nl rprlor� Block: 001 LOTS 1 AND 3 EXCEPT THAT PART OF LOT 3 WHICH LIES NLWY AND WLY OF 2383 Pilot Knob Rd Mendota Heights FOL DESC LINE BEG AT A PT ON N LINE OF LOT 3 DIST 156.1 FT ELY FROM Minnesota 55120 NW COR OF LOT 3 TH SWLY TO AN ANGLE PT ON WLY LINE OF LOT 3 DIST 302.76 FT SLY FROM SAID NW COR AS MEAS ALONG SAID WLY LINE TH SLY EAST METRO 651-203-3000 ALONG SAID WLY LINE DIST 162.64 FT TO AN ANGLE PT IN SAID WLY LINE NW METRO 763-422-0188 TH SLY TO THE PT OF CURVATURE ON SLY LINE OF SAID LOT 3 AND SAID SW METRO 952-881-2296 LINE THERE TERMINATING FAX 651-455-1734 Outdoor Living Commercial&Residential Professional Planning Greenscapes Waterscapes Irrigation Hardscapes Concrete Pavers Custom Services www.southviewdesign.com ICI .LS,• (j BUILDERS NA RI' I.ThNllYX N4(fkK tI} of riff 1WIN CIES Evergreen MEMBER P.,,ON'T IOUIuIHLL Nn,HIMIf I Iuupllp. 1130 Old Crystal Bay Rd .5. ';',.W.1 Cli File Transaction Maintain Reports _ • 0. Geob.se Property Record I o O a.+I : s Penne I o I -61/a� L -tiv - J N 1 . I s I N I _1Jp1 1_l t �1 >: Perms e: 1201f.00ses Al' Parmd Addis.: 16th a 11130 AddsR:Celurlate Permit aa'i —de.._.. ,. ^" ABPA ❑ x`~ "�` r Perms lease Boos 06111 Perms Type Addition/Remodel/Repair El General I Fee.I b.pei Property Type: Residential ❑. Mirk I Constrecbon Type: Addn/Rented el/Repair LJ 01 co,..... y, Calculate Fees I Me !!7 FEE DETAILS Perms Type: p 011.1111111111 j Type: 15682.051 Peine M Property Fee Sdwd. R 523.50 State Surcharge NMYnuen) Construction Typ5143.33 Ran Review Activity: 4 i 1 e: pp Issue win PdnWrg I Print W/o Playing I — Entered Byrn v Appscubn Date d1 UM F..:1$1.148 88 Ua. Voided By: ,, Voided Oaks _. . . r _. 'PK os117,Yb1480W 511300Id Crystal thy Rds---- / Ag/�,^- __.__ -_ __--.Dehb'e.eey:Pan-tyydo •App:Pants 'User Mod d .e, ., III FLa '4 f /r, © 0. 0 J VP 3 Ai. xi !f/ [`,-:I:t p . I.' ' 4 Based on $ 47,000.00 Permit#2016-00689 (Advanced Plan Review) Advanced Plan Review $ 443.33 Permit#2016- Contractor Paid $ 682.05 Overpayment $ 238.72 (This overpayment will be applied to main permit) Permit#2016-00688 (Re-Deck, Add Pergola & Boulder Wall) Base Fee $ 682.05 State Surcharge $ 23.50 Total Due $ 705.55 Less Overpayment S(238.72) Total Amount Due $466.83 . A . ' • t '11L- � ��J ? ,a fircin),3 :�x;dn��i;iy,,),,,;A;,rl ,?�)wffnjTo-D!T7�F3 � ��i.-o3�7-•- 3yP4, ;-rlT)`�`�>rs , 34326 "AMU" BANK SOUTHVIEW DESIGN, tom.[-,'-'041 -3 WWW. N. m4 1e43 26 SOMIEW 2383 PILOT KNOB +r� �" ST. PAUL MN s � ** ** **682 .05 landscape I .. June 13, 2016 " AC>✓t ' AMOUNT DATE Six hundred eighty-two dollars and 05 cents 8 iy' 2 TO of Orono i PAY 1 ORDER City BOX 6 6 VOID AFTER 60 DAYS OF P 0 MN 55323 L Crystal Bay, .v . Pfrin etv- tg2 - Lj 1 i3 ` 33 City of Orono 1 `1 2750 KeMN arkway Orono MN 55356 952-249-4600 a38 � l� Receipt No: 3.015834 Jun 22, 2016 lmrf zo i to-LLT�� . - --" Southview Design Previous Balance: .00 Permits 443.33 2016-00689 1130 Old Crystal Bay Rd 101-34410 Plan Check/Site Exam Fees Permits 238.72 2016-00688 1130 Old Crystal Bay Rd S (Overpayment that will be applied) 101-32510 Building Permits Total: 682.05 Check Check No: 34326 682.05 Payor: Southview Design Total Applied: 682.05 Change tendered: .00 , DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. T2.01302A- 014 -t,es 5014 MOLL First Middle Last IIS OLD C,Py& P-) S Address oho Mrs.! 5536I Lt12-• fes Lf 0• +3S City State Zip Phone I underst- d • rights as stated above. / , Signature Packet Last Updated: August 2015 Page 7 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subdivision 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd. 2. Tennessen warning. An individual asked to supply private or confidential data concerning the individual shall be informed of: (a) the purpose and intended use of the requested data within the collecting government entity (b) whether he may refuse or is legally required to supply the requested data; (c) any known consequence arising from his supplying or refusing to supply private or confidential data; and (d) the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data, pursuant to section 13.82, subdivision 7, to a law enforcement officer. Subd.3. Access to data by individual. Upon request to a responsible authority or designee, an individual shall be informed whether the individual is the subject of stored data on individuals, and whether it is classified as public, private or confidential. Upon further request, an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge and, if desired, shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning, the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority or designee shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority or designee may require the requesting person to pay the actual costs of making and certifying the copies. The responsible authority or designee shall comply immediately, if possible, with any request made pursuant to this subdivision, or within ten days of the date of the request, excluding Saturdays, Sundays and legal holidays, if immediate compliance is not possible. Subd. 4. Procedure when data is not accurate or complete. (a) An individual subject of the data may contest the accuracy or completeness of public or private data. To exercise this right, an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (1) correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data, including recipients named by the individual; or (2) notify the individual that the authority believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the Administrative Procedure Act relating to contested cases. Upon receipt of an appeal by an individual, the commissioner shall, before issuing the order and notice of the contested ease hearing required by chapter 14, try to resolve the dispute through education, conference, conciliation, or persuasidr►. If the parties consent, the commissioner may refer to the matter to medication. Following these efforts, the commissioner shall dismiss the appeal or issue the order and notice of hearing. (b) Data on individuals that have been successfully challenged by an individual must be completed, corrected, or destroyed by a government entity without regard to the requirements of section 138.17. After completing, correcting, or destroying successfully challenged data, a government entity may retain a copy of the commissioner of administration's order issued under chapter 14 or, if no order were issued, a summary of the dispute between the parties that does not contain any particulars of the successfully challenged data. Packet Last Updated: August 2015 Page 8 ORONO COP L. w RECEIVED City of Orono JUN 2 2 2016 ardcover Calculation Worksheet ) Property Address: CITY OF ORONO , Prepared by: 67 .� cjZ s A r,�;; IA r Ff./ , c. Date: 2A-1-c �� C-♦7- Stormwater Quality Overlay District Tier: (Circle one) T' 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2:PROPOSED HARDCOVER o-7 S" Z,Y, E Qa•L w In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to l Total Hardcover Item (Describe) Length x Width (Square Feet) q (Example) (Garage) (24'x 30') (720 S.F.) A rrsx/ rre"..0'} 2 367 S.F. B S.F. C S.F. D S.F. E S.F. F S.F. G S.F. H r. .r: - (Eke/Jr/A-/c) /cac, S.F. l S.F. JA 1 =s; Ark: : ':;. GI $3 S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P k Pre F I-. (6xifr,tt,r; 90 S.F. Q .PF'7 ,vcufc' (FX 53 S.F. R S.F. S S.F. T ,4t'`c 9,04;.1 Oo./T ry,OF cF>-ra (FY/17(/-6) S.F. U S.F. ✓ /FitC,5,.:/ r'< /iv C.-75 /(6- S.F._ w S.F. X S.F._ Y S.F. Z 57"6'.0 I 2 0 S.F. (1) Total Proposed Hardcover Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F._ (2) Total Excludable Hardcover 0 S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] 3 739 S.F. (4) Total Lot Area S.F. Proposed Hardcover Percentage [(3)_(4)] January 8,2013 RtL tVtL) ORONO COPY City of Orono JUN 2 2 2016 • • ' �6 Hardcover Calculation Worksheet-) ORONO ,�, Property Address: 1130 0 LD C2 Y!Td� B4 r x 04 0 S Cr0417//f/rr-r'Ll eE.j''G,t-) `' Prepared by: Date: CAo r FA r ,t �:" C 44 refs/ /ffc% Date—: /-a---?e --/.. --- '‘.41 -/.. ---- r'‘.✓ , . C-17- t6 Stormwater Quality Overlay District Tier: (Circle one) CD Tier 2 Tier 3 Tier 4 Tier 5 Step 2: ROPOSED HARDCOVEI In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as al, proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to ryHardcover Item (Describe) Length x Width Total Survey (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A Ale trs"'k (E)(/f7/A.,,) 57-5-40,5' S.F. B _1/1 41 a, S3 8 S.F. C Ddl1164,f/A.Y 1zArkr& /T, 0/4/ S.F. D .,/ i/JC4a" ,; 5e / S.F. E rre�,) 4, g 7 S.F. F L/ij1 K ie.-, ',t.4. T ,'r.(.14..t. w'' t, C 6' 9 S.F. G lvt GZT °!v �.,Iy.n.,....G ii /yL/ S.F. H Cd t r.. .".# rota // /4 ,o i S.F. I —fir a==r-,t- o-rrCAT Ftc t dc(14 i. (re 47c' ,,4 nfrz mac;:-) 5-7 S.F. J r`+' ". t.*••/•;, 1 'j S.F. K APActi. A7 fit/re ,i, /t_s S.F. L S"Tf',,r 7-c rp -d S.F.„ M At r/FR C In C c F .. 7 y S.F. N Bait o f k! „ l 2 7 S.F. O �� ., I 2y S.F. P tee-Y./Tc/Lf 144 LL ii y(3 S.F. Q .PF r. L1..A tG Ai, e l= Nv of F i, ie, S.F. R 'ere --6 it. �, <Ta .9 r if teM a vc y --6.9._ S.F. S �.” (Till er /fAa e.c4) '-•-4-- S.F. T A/c AAP 04,Tt/Df Dr Peck si 9 S.F. U 'AIM&rr4 Perk /Jr ,iL 9o2 S.F. ✓ /.loiiere-19E/tt LA 4.06Ck d'8 S' S.F. W /Ari/G!"fD 'Fret>.iill., G tit,'.te.L 22 i/ S.F. X 004.000I£,9 rrtcos 1© S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover S.F. Excludable Hardcover(See City Code Sec 78-1684): W if6ft/rv),v`G 441444. &turf/IJ F' OA' O-7S'Zacie _2 2y S.F. S.F. S.F. S.F. S.F. __ (2) Total Excludable Hardcover I 32_ S.F. (3) Net Proposed Hardcover [Subtract line (2)from line(1)] !_12,../.111_1L, (4) Total Lot Area 6-96320y S.F. Proposed Hardcover Percentage [(3)4.(4)] I 3. ?5 % January a,2013 i Per -it Application: Self-Checklist for CompletenessPlease note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.1620 to schedule a meeting with staff if you have q - ons on application submittal requirements. [ Jt Completed Application ' ._,...7tp 1 1.,4 ct 34.2e, , s Plan Review Fee Paid v r-- or ,, .f� ,�� Yom``- �,� i 3 !2r ei J ; \ `y --( t'N'.� ` l ; 5 Signed Escrow Agreement & Escrow Payment a Building Plans (to scale) (pix per ptc.._, Z.i3ICI ccioi ec \ Certificate of Survey (to scale) showing the proposed project & ' fl �� t' ' meeting allrequirementsi 0 le per 1,116- l c c(c "t-c. ci fro f` 1 tv iros 1 •Hardcover Calculations Of applicable) f, t 14 ii I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCVVD stating Ark the pro pro ect does not tri er their145 j � permitting 1' �� `a requirements). I will contact the MCWD at 952-471-0590 regarding this Preject. Signed by: _ : , 5../1.. _- soil) Address: zi ?..,. tx la.4 t°1.. .ti 4w -v� Permit #: Packet Last Updated. January 21)15 Page 2 - - - i r • ,-11 if =-9.- ,,u5,,--r-r-, _c .--k\C r5) c, (,-, ', ) civ e „,--), - -- • „j--:_.; ./11.5\nr-1..j -''') . - c 3'--I -.C.. '- -i.:A_,,.) ' .0-,5C NK:-- ' r. _,g ) /0'.. Oid c.n.isial 6Ly ro s /,,' e-170- 114--_k(,-f ..,,, Q4_,..40:7,,.,ct,,, 6 ---- 1./;,„-,---- - ; ,,e, .1 "--15- ; '-A-'‘, ,Qqici [Q,13 LLL' ll (1 p(? 7.-., !t n ! , 1,P)L.•5"1; iVicg)Tc‘ t(- , eitv-1}-1; Wk fhk, N\ 1 v:02.,_exiAci 15---,-A= c2 ) / , . cc., ,......, ,,_:„ ..., 1 . c---, 7.-- w? g . tfiG ,,,, 1 „\ 0@c-fee / - , i --, fll 11: --..,......,....:._,-' \ 1 1 H ' .41 , Lir\, ar?) c_wc,p , pE,f4Lpf,-i L .„ , t,, , 1! ,,,-fa\s-‹, c/p, trA . .., 4.-14 upacs. c Eitqaf,<. ty__ atA6%S — . ctcicie:c:r1.` rite scti,4 --4-0 .-j- as-k RECEIVED N `;' 10 2016 City of Orono .itoNo Hardcover Calculation Worksheets OF ORONO 1. Property Address: l/30 OLD CRY!'TifL BA - RP. S.s: # - s/v/Er. , DEY/ ,v) Prepared by: c7, 14fAffoc/4 TES,i�f. Date: //-/_/6 Stormwater Quality Overlay District Tier: (Circle one) el.SID Tier 2 Tier 3 Tier 4 Tier 5 Step 1: XISTING HARDCOVEIR In the following a e i entify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to TotaHardcover Item(Describe) Length x Width (Squarel Survey Feet) (Example) (Garage) (24'x 30') (720 S.F.) A if/OafE 554/5 S.F._ B St€'p 538 S.F. C QA/1/E- lifY C8 ZA Cie raP) /7 oil/ S.F. D ,0fi/uEt 'AY ( taE,e s) Sal S.F. E ;"To aP _ 87 S.F. F d!i'A't:K /IV FR AVT /SG.l itiL? 6c9 S.F. G /AJ4LLJ" iv /SLAA,O ih'S/ S.F. H D s 4. l'FPS - l y73 S.F. J E.t lr DER 83 S.F. K APROA ., 17 IA/F42 1/5 S.F. L JTEP 7 To J cD S9 S.F. M _ "A_t/ER ceR ct:F 79 S.F. N A8cm e ER 2 7 S.F. o Bo, 2 ER 2 y S.F._ P , KFJrI7o. /c 4t//LL °/D S.F. O BET. &AiLL N, pF //aure /0 S.F. R 'Aria f 17EAT 6 9 6 S.F. S BO(ILacat 4fr41Adi/t.G 44/1 1.-L 293 S.F. T _ rfoit/E F/GTER /( S.F. U lark OA/ /G.!7rec 99 S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover 2 7,SY.3 S.F. Excludable Hardcover(See City Code Sec 78-1684): S B1o/Lt.0(r)t, AET Led/tL G'4.trte®a' Up 0-7S' • Teurr 2y3 S.F. S.F. _ S.F. S.F. S.F. (2) Total Excludable Hardcover 2y3 S.F. (3) Net Existing Hardcover [Subtract line(2)from line(1)] 2.7,300 S.F. (4) Total Lot Area is?CZOy S.F. Proposed Hardcover Percentage ((3)+(4)] 3.92 % (Proposed Hardcover next page) Subdivision Application-January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 18 RECEIVED JUN 15 2016 ciAaO/Ga` CITY OF ORONO C e i9Uc11Ien (Awe 4x5 Rafter; 19.2" On Center II 2x5 Douglas Fir Ledger r- 1/2" Green Plywood Irrl ,"x 3/5" Ledger Locks; 6x12 Douglas Fir Every 16" On Center Toe Screw; —Toe Screw; 3.5" x 3/5" Ledger Locks 3.5 x 3/8 Ledger Locks 6x6 Douglas Fir House Toe Screw; Toe Screw; 6" Ledger Locks ,T6" Ledger Locks 6x6 Cedcr Post Deck Floor Footing 42' L\ 16" Flare Pergola/Deck Details 1 " --41 BETH & ROBERT SCHNELL DESIGNER:TIM JOHNSON 2383 PILOT KNOB ROAD SCALEMENDOTA HEIGHTS SOUTHVIEW DECK/PERGOLA DETAILS DESIGN ASST:KATIE NICKLOW MINNESOTA 55120 1„ = s DESIGN. Y 1130 OLD CRYSTAL BAY ROAD S DATE: 6.14.16 PHONE 651.455.8238 ORONO, MN 55391 REVISED:N/A FAX 651.455.1734 This Drawing contains proprietary information which belongs to Southview Design Inc.Any unauthorized duplication or use is strictly prohibited. Released By: Date Released: ( / r 3 � \Reviewed for Code ���,11R0t01I „W z Compliance City of Orono (.Q- (20 o t of Orono = ming S Zoning Plan, Date ! Z- ' / / _ IVE! = A b 1ml �0 t p >f Site Plan Review Date: 2� Reviewer "AWE „t. 2016 N / 1 APPROVEDgRCITI7OF o ORONO a x PPROVED WITH fEVIS1CiNS(see notes) ��o11 O DENli=oSTA1 R S CO=" 11 C_____L____ X=in O , ° Stet 11�L 73/4" MAX. RISER 10"MIN.TREAD °o° W M 6'-8" MIN. HEADROOM a o z Z N .-i,„ AT LEAST ONE HANDRAIL REQUIRED NUj- ii U1 1;11 GUARDRAIL OPEN SIDES Nouse Walls %.O �O m 0Z.)/ 11 — — — — 36" minimum Guard height, z Y openings less than 4". 0 v ., = ur' cQ � L New Railing O ~ ° 1 I a r �. I r Stone Steps I I yr-I:MwdmilmilMinillii L 2x 10 Deck Framing 6x 12 Deck Posts N 12�� , V. Zti Z _(8) New Pergola _� I Posts; Set On Deck 16' 1I I Z Z 2 New Patio Dropped 3 Fly, I CD C7 w v) 2x 10 Header1 Li u..1w < w Existing Footing 3 J 4 J 1.1.1 . N o Deck Cross Section Details 0 In :_____81 V a > 0 Y — a 0 I CC co a CO < N m O }— � in0E CC Qo , 06 a z Z idi RESIDENTIAL GUARDRAILS 1., U 0 Z Unenclosed floor and roof opening, open and glazed sides of landings and LU , 1 "10 .E ramps, balconies, decks or porches which are more than 30" above ° grade or floor below, require a guard with a minimum 36"height. m Q i 0 Open guardrails must have intermediate rails or an ornamental pattern so that a sphere 4"in diameter cannot pass through, w o t QII ` cn %—i I I oi -11 ifiviiii est I( 1 t) . Iit 0,T.;a at,, , T.) %_ I— itt ?V'wet' I-j \ Ex. Driveway 0-1 O ,-14 W RECEIVED ;4'r::1i\I igatian STAIRS e r fte.'e , �, AIN 15 2016 , = v) z I 7 3/4" MAX. RISER 10" MIN.TREAD ,ll,1947 I HEADROOM / ^ ,��;� CITY 4F1�NQ �m�I 6-8 MIN. r I� U)AT LEAST ONE HANDRAIL REQUIRED We Play Need Wall ,. / i,. 1 New Railing Down Ste i •,y I GUARDS, eOg€ I�E.S Under Deck � ' a 1 Stay W/ Existing / o i Bev-95W Catwalk Width Wood Box Around / m=N eT l' 12" Polished Rock/Pol e. poor Bev- , Elec. Meter W/ Door / � � i ,x<w v 9518 y sway Work) tt!r®■■, TAW �V ,- o kiii ��■ " . , N• ew Fieldstone/ Boulder 9 ! o o �±1,, �l1 I ♦ I Al i "` I 'ase ',som 'ate li I, NM 1111■I. ow w\\,� L �N� t��1�■■111•� [: n■ Wall Under D k %s�� �.' Boz zN a-li`; ,-1i , ,- ,`,����?ri ■�_� � 1in1�1„ MI � !� l,.�1 ) TOW .0 �` _ mz= 41/, Ap New Railing/ i l r', r u (r v r V y'i ":',- /Maimed Deck Bev 4';4,--`• 28" Linde II // /ft ■_IeJiga (� _1_ , I `= ,= j �h,. ?i ,=t`I;j 14 rn ll i�� >3�rvey Work) �� •�C. .......„..........%\\\\\\\ ��V� :> ill i �._, whim,Ina.� / mimed Door Bev->� "11'. / ��� �� ///// /%� 1 ��i�� � ����� ���� '■ ow um 953A(By$llyey yy• viosommeL. i ��/16111111•111111111111111111P i _ 5. v Sod \ \N\_ ._. •, L� 10=\7 w •riliLS --" ''''"1"' q \ ‘'---, \-_00..-.i ... I'm R. IINII. • ' 1.2.46...,_ -,-,,, 46,:riat _ _ NE .._,I t 4. Grow Low Seeding \ e �I I f:2t.2t•2to2t•2�I1 Qtin�2i�2fi2tir 4;,�� hi1 ... rry • ` %OP ' v/z �''\I II// \ S 1 1 r,7 71? UM Nil mita- E �� - Grow Low Z _ 43 t ..`..` �/ ` s.: �lk . fAr �'.} . i -- .111 �� 111111111 11 c to 9�ps Q O - -- on re ll' • an ' r ,. ......_ / \ S � � ,. . III) ON.:� ■ �t�� ♦1�'_ �I♦X11` ` I I 1v.. \._ � •holeCovers ` I \ �� • M. ...W. I0) I `' GC N �? Z o • , A G Z Z m _ Concrete 12 Chestnut / (r� (r� Li cw/� w w Q w \ � �l�c*...;-if`�t I it 1 �1 •AI R�' 24" Linn O i� 0 oc y t/11. .I IF 7 3/4 MAX. RISEWI0 MMI.TREAD / > -� Grow Low Seeding` fieldstone _J M EADROOM J C - �� 1p, ' E. :131.1:1.....� Boulder wall AT LEAST E H /:f` W FT`,, s\ Aa ANDRAIL REQUIRED cn �' '' ` ` �qNO 12" u .> + GUARDRAIL OPEN SIDES NI T@ = Q ; AcKIl^j . � '� V O �� -^ ' t Face t ; _..,`��� , CO — — 8� •I lackber� 5�1 �•' m Q Ol L �-� L M -`-. ems' +(r'1 ';.'x, >- Lf1 I i C Ie Z E La ``•• Sl/t F ; Q� Q- 0 G `��`.� ice Ex. Landscape Area----- r �� 6" '=•, Elder/ O o ... Stays As-Is •�� •• w Z Face �• �� i H CD 0 . >•• _ ``.�\`` 5•\t 8" Nackberry �� 12x14 Lin.en ,�� m O 3 • , • . I/�Al NO SFT ,,- 6" i lackbe rl Fes,,, @ACk�� 11111111111L - + U II 'vI IVo �F `.. CWO " 6y . „ -, ;_. ?44/n � LAAA`•. '8” 1-lackber + e 20 inden (pc) CIVILDESIGN RECEIVED PROFESSIONALS UN 2018 INNOVATIVE ENGINEERING SOLUTIONS CITY OF ORONO June 13, 2016 Katie Nicklow Sou'thview Design RE: 1130 Old Crystal Bay Road Retaining Walls(16-0509) Orono,Minnesota Design Assumptions: Boulders Wall Batter: 15° Design: Coulomb Live Load: 50 PSF Dead Load: None Toe Slope: 4H:1V Back Slope: None Seismic: N/A Applied Bearing: 2,250 PSF Soil Design Properties: y c Retained Soil 26° 120 PCF 0 PSF (Sandy Lean Clay) Foundation Soil 26° 120 PCF 0 PSF (Sandy Lean Clay) Notes: No soils or geotechnical information was provided or available at the time of this design. Soil borings should be drilled along the walls prior to construction.The onsite material is assumed to be a Sandy Lean Clay with an internal friction angle of 26°. Where unsuitable soils are found, a subcut may be required and structural fill shall be placed and compacted to provide an adequate bearing foundation. The above minimum soil strength parameters shall be verified prior to construction. CDP shall be contacted if the above soil strength parameters cannot be met and a redesign may be required. A global stability analysis has been performed using the soil design parameters as listed above. The project geotechnical engineer shall confirm global stability based on the proposed wall design and the actual parameters of the onsite soils. During wall construction, excavation shall remain within the construction limits shown on the plans. All available means and methods used to keep excavation within the construction limits shall be incidental. The contractor shall coordinate relocation of all existing conduits and services with the utility provider. We appreciate the opportunity of providing services to you. If you have any questions or comments regarding this project,please feel free to contact us. Sincerely, Daniel V. Kennedy Civil Design Professionals • 8609 Lyndale Ave.S.,Suite 200 Bloomington,MN 55420 • Office(952)303-5312 • www.cdp-us.com RECEIVED JUN 15 2016 ' g 9 - CITY OF ORONO O PART 1: GENERAL 2.02 BOULDERS 3.02 FOUNDATION SOIL PREPARATION a 1.01 DESCRIPTION A. BOULDERS SHALL MEET THE MINIMUM REQUIREMENTS OF BOULDER A. FOUNDATION SOIL SHALL BE EXCAVATED AS REQUIRED FOR MINIMUM o A. WORK INCLUDES FURNISHING AND INSTALLING A BOULDER RETAINING DEPTH SCHEDULE. EMBEDMENT DEPTH SHOWN ON THE CONSTRUCTION DRAWINGS,OR AS c WALL TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION B. BOULDERS SHALL BE SOUND AND DURABLE, USE FIELDSTONE, GRANITE, DIRECTED BY THE ENGINEER. S DRAWINGS AND SPECIFIED HEREIN. LIMESTONE,OR OTHER TYPES OF NATURAL STONE. B. UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH SUITABLE O B. WORK INCLUDES PREPARING FOUNDATION SOIL, FURNISHING AND 2.03 DRAINAGE AGGREGATE STRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARING CAPACITY. O INSTALLING DRAINAGE STONE AND BACKFILL TO THE LINES AND GRADES A. DRAINAGE AGGREGATE SHALL BE ANGULAR AND SHALL NOT BE RIVER C. STRUCTURAL FILL SHALL BE COMPACTED IN 6"LIFTS TO A MINIMUM 95% SHOWN ON THE CONSTRUCTION DRAWINGS. STANDARD PROCTOR DENSITY(ASTM D698). �, ROCK OR PEA GRAVEL Oz C. WORK INCLUDES FURNISHING AND INSTALLING ALL RELATED MATERIALS B. DRAINAGE AGGREGATE SHALL CONSIST OF CLEAN 1" CRUSHED STONE 3.03 BASE COURSE PLACEMENT �, REQUIRED FOR CONSTRUCTION OF THE RETAINING WALL AS SHOWN ONMEETING THE FOLLOWING GRADATION: A. PLACE GEOTEXTILE FABRIC AND SET THE FIRST COURSE OF BOULDER IN THE CONSTRUCTION SHOP DRAWINGS. 1.02 REFERENCE STANDARDS SIEVE SIZE %PASSING PLACE ON TOP OF GEOTEXTILE FABRIC. 1" 100 B. TRY TO POSITION BOULDERS WITH THE SMOOTHEST SIDE UP SO THE A. ASTM C1372 SEGMENTAL RETAINING WALL UNITS. NEXT COURSE HAS GOOD SURFACE CONTACT. B. ASTM C140 SAMPLING AND TESTING CONCRETE MASONRY UNITS. 3/4" 100.75 C. DURING PLACEMENT OF BASE BOULDERS,MAKE ENDS FIT AS TIGHTLY AS a C. ASTM D448 SIZES OF AGGREGATE FOR ROAD AND BRIDGE N0.4 0-10 POSSIBLE TO EACH OTHER. NO.50 0.5 D. IF BOULDERS ARE NOT TIGHT AGAINST THE EXCAVATED CUT, PULL o CONSTRUCTION. C. FREE DRAINING SAND IS ALSO ACCEPTABLE FOR THE DRAINAGE D. ASTM D698 LABORATORY COMPACTION CHARACTERISTICS USING MATERIAL IT MUST HAVE <5%FINES PASSING THE NO. 200 SIEVE.ONSITE FABRIC FORWARD AND BACKFILL BEHIND BOULDER STANDARD EFFORT. MATERIAL IS ACCEPTABLE IF IT MEETS THIS CRITERIA. E. BACKFILL SOIL AGAINST THE BACK OF THE FIRST COURSE AND COMPACT 1.03 QUALITY ASSURANCE 2.04 RETAINED BACKFILL THOROUGHLY. BACKFILL UP TO THE HEIGHT OF THE BASE COURSE TO A. OWNER WILL BE RESPONSIBLE FOR SOIL TESTING AND INSPECTION PROVIDE A LEVEL SURFACE FOR THE SECOND COURSE OF BOULDERS. o QUALITY CONTROL DURING EARTHWORK OPERATIONS. A. RETAINED BACKFILL SHALL BE FREE OF DEBRIS OR ORGANIC MATERIAL 3.04 SUBSEQUENT COURSE PLACEMENT MEETING THE FOLLOWING GRADATION: 1.04 DESIGN SAFETY FACTORS SIEVE SIZE %PASSING A. THE SECOND AND SUBSEQUENT COURSES SHOULD BE SET BACK INTO THE C A. THE BOULDER WALLS ARE DESIGNED AS GRAVITY WALLS: 2" 100 HILL TO PROVIDE STRENGTH FOR THE WALL. U 3/4" 100.75 B. PLACE BOULDERS ON TOP OF THE BASE COURSE SO THAT SEAMS IN THE MINIMUM SAFETY FACTOR FOR OVERTURNING 1.5 NO.4 20.100 SECOND COURSE DO NOT MATCH SEAMS OF THE FIRST COURSE.IF SEAMS ("3. MINIMUM SAFETY FACTOR FOR SLIDING 1.5 NO.200 0-60 MATCH,IT WILL CREATE A WEAK SPOT IN THE WALL Ln MINIMUM SAFETY FACTOR FOR BEARING 2.0 PLASTICITY INDEX(PI)<20 C. SELECT EACH BOULDER TO FIT AS TIGHTLY AS POSSIBLE WITH THE LIQUID LIMITS(LL)<40 S PART 2: MATERIALS ADJACENT BOULDERS. ROTATE BOULDERS UNTIL A GOOD FIT IS B. THE MAXIMUM AGGREGATE SIZE SHALL BE LIMITED TO 2"UNLESS FIELD ACHIEVED. THE WALL WILL BE STRONGER WITH MORE SURFACE AREA W 2.01 DEFINITIONS TESTS HAVE BEEN PERFORMED TO EVALUATE POTENTIAL STRENGTH CONTACT BETWEEN BOULDERS DUE TO THE FRICTION THAT IS CREATED. En A. BOULDERS-SOUND,DURABLE ROCK FRAGMENT SHAPED BY EROSION AND REDUCTION TO INSTALLATION. 3.06 FILL PLACEMENT TRANSPORTED BY ICE OR WATER FROM ITS ORIGINAL POSITION. C. MATERIAL CAN BE SITE EXCAVATED MATERIAL WHEN THE ABOVE 02 B. DRAINAGE AGGREGATE - FREE DRAINING CRUSHED STONE WHICH IS REQUIREMENTS ARE MET. UNSUITABLE SOILS FOR BACKFILL (HIGH A. BACKFILL MATERIAL SHALL BE PLACED WITH A MAXIMUM OF 8"LIFTS AND zCOMPACTED TO 95%OF STANDARD PROCTOR DENSITY.AS DETERMINED �, PLACED WITHIN AND IMMEDIATELY BEHIND THE BOULDER FACING. PLASTIC CLAYSOR ORGANIC MATERIALS) SHALL NOT BE USED IN THE IN ACCORDANCE WITH ASTM D698. THE IN PLACE MOISTURE CONTENT N C. FOUNDATION SOIL - SOIL ZONE IMMEDIATELY BENEATH THE BOTTOM REINFORCED SOIL MASS. SHALL NOT EXCEED THE OPTIMUM MOISTURE CONTENT AS DETERMINED z0 BASE BOULDERS. D. CONTRACTOR SHALL SUBMIT REINFORCED FILL SAMPLE AND TEST IN ACCORDANCE WITH ASTM D698 AND BE NO LOWER THAN 2%BELOW .. D. RETAINED BACKFILL - SOIL IMMEDIATELY BEHIND THE DRAINAGE RESULTS TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO OPTIMUM MOISTURE CONTENT. o AGGREGATE. CONSTRUCTION. B. DO NOT BRING HEAVY COMPACTION OR PAVING EQUIPMENT WITHIN 3 cn E. SUBSURFACE DRAINAGE SYSTEM-A SYSTEM FOR REMOVING WATER FROM PART 3: EXECUTION FEET OF THE BACK OF THE PROPOSED RETAINING WALL ONLY BEHIND THE WALL AND CHANNELING IT TO A POINT OF POSITIVE 3.01 EXCAVATION HAND OPERATED COMPACTION EQUIPMENT (E.G. TAMPER, PLATE DRAINAGE. A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON COMPACTOR, SHEEPS FOOT ROLLER) SHALL BE USED WITHIN 3 FEET OF O THE BACK OF WALL THE CONSTRUCTION DRAWINGS.CONTRACTOR SHALL BE CAREFUL NOT TO DISTURB EMBANKMENT AND FOUNDATION MATERIALS BEYOND LINES a SHOWN. z 0 0 o - J Z 0 m 0 N O .12 z 070/4—004o $ 0 0 r 1 PDeeigne.JBy: Polka: Regkmtlon Na I hereby cern that this pl ification,or report was prepared by No. Date Revision av p 25493 me or under y dire t.. . "ion and that I am a duly Licensed 1130 OLD CRYSTAL BAY ROAD laws of the State of Minnesota. $ 1 ORONO,MINNESOTA Professional ngi (21'vILDESIGN 2 i`boso9 r §: CpV N.T.S. PROFESSIONALS 3 — TISk: — it seasLYN°^�^`�"eSo"n'atn„e:0aBLOOMINGTON,M °s.m s SPECIFICATIONS Sheer /1O/I PHONE.1952))035)1IIPAX.imnSPt•+995I WEIIWTP.VWw.CDRUS.COM JUN 13,2016 - 3.00"1/4 ace: 112)1",vnon,w1rONAMMeMIA annum,na»IIw»4,,u `6 ! ! MICHAEL R.�HN"�N,P.E. 0 - m Z O a a. to BOULDER DEPTH SCHEDULE: GENERAL NOTES: WALL HEIGHT(H): MINIMUM BOULDER DEPTH(D): MINIMUM EMBEDMENT(E): MAXIMUM EXPOSED HEIGHT(H1): z 1. THE SECTION SHOWN REPRESENTS TYPICAL CONSTRUCTION. THE WALL HEIGHTS, 0'-4' 24" 1.5' 2.5' N ELEVATIONS, BACK SLOPES AND TOE SLOPES VARY AS SHOWN ON THE SITE PLAN AND 4'-6' 33" 2' 4' o ELEVATIONS PLANS RESPECTIVELY. 6'-8' 42" 2.5' 5.5' S 8'-10' 48" 3.5' 6.5' 0 2. UPON EXCAVATION, WHERE UNSUITABLE SOILS ARE FOUND, SUBCUT TO DEPTH AS o REQUIRED BY THE ONSITE GEOTECHNICAL ENGINEER AND REPLACE WITH SUITABLE NOTES: COMPACTED STRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARING CAPACITY. THE z STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR HI-EXPOSED WALL HEIGHT o DENSITY. H-EXPOSED WALL HEIGHT+EMBEDMENT Lu D ffi BOULDER DEPTH s 3. APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE SUBCUT IS REQUIRED. ACTUAL E=EMBEDMENT LIMITS AND SIDE SLOPES TO BE DETERMINED BY CONTRACTOR AND MATCH FIELD CONDITIONS AND OSHA REGULATIONS. W to O 4. DURING WALL EXCAVATION, BENCHCUT AS REQUIRED TO FACILITATE BACKFILL a OPERATION AND BOND BETWEEN IN-SITU MATERIAL AND BACKFILL MATERIAL. - 5. THE MINIMUM BOULDER DEPTH (D) IS A FUNCTION OF THE OVERALL WALL HEIGHT AS t SHOWN IN THE BOULDER DEPTH SCHEDULE.A SMALLER BOULDER MAY BE USED AS A TOP 8 BOULDER(D/2)WITH A 24"MINIMUM DEPTH. 8 OZ.FILTER 8"LOW PERMEABLE SOIL •J D/2 FABRIC O 6. BOULDERS SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES IN VERTICAL OR LATERAL DIRECTIONS. EACH BOULDER SHALL BEAR ON TWO OR MORE ROCKS BELOW IT, o WITH GOOD FLAT-TO-FLAT CONTACT. VOIDS SHALL NOT EXCEED 4 INCHES. SMALLER ttg��� ��� a 12"DRAINAGE ZONE d%'- .,,..•••::.."-: =":. APPROXIMATE LIMITS BOULDERS SHALL BE USED TO FILL ANY VOIDS GREATER THAN 4 INCHES. (1"CRUSHED STONE) IfiliffigI OF EXCAVATION %�" RETAINED SOIL 5) 7. THE WALL EMBEDMENT SHALL FOLLOW BOULDER DEPTH SCHEDULE. - h FINISHED GRADE 15" v.P' •.!•• ••:M r — J 8. THE WALL IS DESIGNED AS GRAVITY AND REQUIRES NO SOIL REINFORCEMENT. 4 MIN :,: %;ta;-.V..,......T.:.-:•..... I--SEE NOTE 3 '1 1 c • J �++ -7:1--..-,;,,... z-.,.:, BENCH CUT r — O 9. A MINIMUM 8 OUNCE GEOTEXTILE FABRIC SHALL BE PLACED BEHIND BOULDERS DURING .. h CONSTRUCTION TO PREVENT DRAINAGE STONE FROM MIGRATING BETWEEN BOULDERS. I / I / 7 2 10. DO NOT BRING HEAVY COMPACTION OR PAVING EQUIPMENT WITHIN 3'OF THE BACK OF If \\ /J1 I I \ // (1 "D" THE PROPOSED RETAINING WALL. - I 1 _I_ y I j co 11. 4" CORRUGATED PERFORATED DRAINPIPE WRAPPED WITH GEOTEXTILE INSTALLED AS 4"PVC DRAINTILE W/SOCK.OUTLET THRU FACE OF z LOW AS POSSIBLE WITH POSITIVE DRAINAGE. OUTLET INTO ONSITE DRAINAGE OR WALL AT THE LOW POINTS ALONG WALL LSUBCUT(SEE NOTE 2) g THROUGH WALL FACE AT 40.0'O.C.AND LOW ENDS OF WALL. Q 12. INSPECT EXCAVATION SLOPES FOR ACTIVE SEEPAGE AND PLACE ADDITIONAL DRAINS TYPICAL BOULDER WALL SECTION F WHERE SEEPAGE OCCURS. o 13. AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LIFT OF BACKFILL TO DIRECT SURFACE RUNOFF AWAY FROM THE WALL. DO NOT ALLOW SURFACE RUNOFF FROM O ADJACENT AREAS TO ENTER WALL CONSTRUCTION AREA. 98a O 14. CIVIL DESIGN PROFESSIONALS SHALL NOT BE LIABLE FOR CONTRACTOR NEGLIGENCE. M _ J U m El N 7. 0 c20/40.-oryto kir r 'Designed sr: Pmiecn Ro$tretlo"No' ' I hereby cerci that this pl. .. ification,or report was prepared by No.0 Date Revision �' DSK 1130 OLD CRYSTAL BAY ROAD 25493 me or under y di - ion and that I am a duly Licensed 1 ORONO,MINNESOTA — Professional ngi II ' laws of the State of Minnesota. CIVIL DESIGN 2r Project 7:', Cp41? 16-0so9 :i lk PROFESSIONALS 4 - 1"=5' Tisk: _ 8909 LYNDALE AVENUE SOUTH,SUITE 20W BLOOMINGTON,MN 55420 5 _ Date: CROSS SECTION �Na' are: i/M�/l i I PHONE.HMI 303-MIS I PAX.(763 392 989 I WE•91n W W W.cw.UICOM __ JUN 13,2016 •nr"an.w'n'aaaruu."e.owwrnnoom+n'aawa+•u `6 l` 4.00 J MICHAELR)oHN •N,P.E. 0 a 1130 OLD CRYSTAL BAY ROAD REC::VZD a. rn J z UN 1 J 2016 O 0 CITY OF ORONO g az ORONO , m m L7 .2 2 0 GENERAL NOTES: GENERAL NOTES: o DESIGN PROVISIONS: 0 1. MULTIPLE CONTRACTORS(FENCE,WALL,GRADING,ETC.)MAY BE USED TO 1.1 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS. THE PREPARATION OF THE STRUCTURAL CALCULATIONS FOR THE PLANS DO NOT DEFINE SCOPE OF WORK FOR INDIVIDUAL ENTITIES. SEE BOULDERS RETAINING WALL SYSTEM: CONTRACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK THAT WILL BE PROVIDED BY ALL PARTIES. co2 C 7 SOIL TYPE .12. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER re OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL CONDITIONS. IF THIS 0 RETAINED SOIL 26° 0 PSF 120 PCF SANDY LEAN CLAY WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A z QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE CONSULTED `FOUNDATION SOIL 26° 0 PSF 120 PCF SANDY LEAN CLAY J IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL 8 PERFORMANCE. ti z 3. THE FOUNDATION SOILS AT THE BASE OF THE WALLS SHALL BE INSPECTED O NO SOILS OR GEOTECHNICAL INFORMATION WAS AVAILABLE AT THE TIME BY THE GEOTECHNICAL ENGINEER.ANY UNSUITABLE SOILS OR IMPROPERLY OF THIS DESIGN. CDP RECOMMENDS THAT BORINGS BE DRILLED ALONG COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED FS THE WALLS. ONCE THE BORING LOGS ARE AVAILABLE, THEY SHALL BE AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO o SUBMITTED TO CDP TO CONFIRM THESE SHOP DRAWINGS ARE VALID PRIOR t \ PROVIDE ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT. LI TO WALL CONSTRUCTION. SHEET INDEX 4. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR 2. THE WALLS ARE DESIGNED TO MEET THE FOLLOWING DESIGN PARAMETERS SHEET DESCRIPTION GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS AND MAXIMUM SURCHARGE LOADINGS: REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 2 UNIT TYPE: BOULDERS 1.00 TITLE SHEET cn BATTER: 15° 2.00 SITE PLAN 5. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE REINFORCEMENT: GRAVITY 3.00 SPECIFICATIONS ENGINEER, MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED 2 DESIGN METHOD: COULOMB4.00 CROSS SECTION DESIGN PLANS OR SPECIFICATIONS. z LIVE LOAD: 50 PSF m DEAD LOAD: NONE 6. ALL SOIL BACKFILL SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER TOE SLOPE: 4H:IV FOR MOISTURE, DENSITY, AND COMPACTION PERIODICALLY (EVERY 2' O BACK SLOPE: NONE VERTICALLY, 100'-200'C/C)MEETING THE MINIMUM REQUIREMENTS OF THE SEISMIC: N/A APPROVED DESIGN PLANS OR SPECIFICATIONS. o HYDROSTATIC: N/A(DRAINAGE PROVIDED) 7. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN QUALITY CONTROL F 3. THE FOUNDATION SOILS AT THE WALL LOCATIONS SHALL BE CAPABLE OF FOR THE CONSTRUCTION OF THE WALL TO ASSURE COMPLIANCE WITH SAFELY SUPPORTING THE MAXIMUM APPLIED BEARING PRESSURE OF 2250 CONTRACT REQUIREMENTS AND MAINTAIN RECORDS OF ITS QUALITY o PSF. LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE CONTROL. GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION AND PRIOR TO WALL CONSTRUCTION. 8. ALL WALL ELEVATIONS, GRADES,AND BACK SLOPE CONDITIONS SHALL BE a. VERIFIED BY THE ENGINEER IN THE FIELD FOR CONFORMANCE WITH 0 SUGGESTED QUALITY ASSURANCE PROVISIONS: APPROVED DESIGN PLANS.ANY REVISIONS TO THE STRUCTURE GEOMETRY P • OR DESIGN CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO ° 5 PROCEEDING WITH CONSTRUCTION. U co''' u, 0 N O U 'Th/p�1 ReSiemNon No: /Designed By. Project 1 hereby cerci that this pl. ification,or report was prepared by Nn. Date Revision By D 25493 me or under y di - t,. • ,.ion and that I am a duly Licensed I _ 1130 OLD CRYSTAL BAY ROAD Professional ngi laws of the State of Minnesota. CIVILDESIGN 2 Scale: ORONO,MINNESOTA �>�Na I 1 IL 16-0509 it PROFESSIONALS 45. N.T.S. „�e_ 0609 LYNDALE AVENUE SOU n,SUITE 200 BLOOMINGTON,MN 55420 Sheet No: PHONE.1952170351121 FAX,17671.39019991%EDSITh WWW.CDP•ILCOM 5 JUN 13,2016 TITLE SHEET 1.00 °"` i�� 2 .1111■,ry +.9oamow„anCPISA Mnwa,mo,oeLoreu `6 J•-. J MICHAELP.JOHN 9N.P.E. 160509 6/13/2016 COPYRIGHT(c).2011.2015 BY CML DESIGN PROFESSIONALS.THIS DRAWING IS BEING FURNISHED FOR THIS SPECIFIC PROJECT ONLY.COPY AND/OR REUSE WITHOUT THE CONSENT OF CIVIL DESIGN PROFESSIONALS IS PROHIBITED. X • n f 0 - N W f M Cr oW a PJ PH PJ rri so o.6 Fi yy rn 71 0-I .•O. �–' aasOisavr� 0 CYnd� �05 � CO � �, z Ctri'' zo �� oz 21 v; ! � � 0-1 trI u) � � rri roc• �'01 , r..4 e. IT 1 ...7 '71 ^r1 .r611 3 °0 0 'la c r- (Zhy 00 rnOC O rn e. iu Z 1 \ w rnm7, l�i� zcnM Orrnn � mxt XZri9 0 i 1 "r-j) Z ✓ ! !T‘-ft 4;W N.-• Y 'V j / J f k 1r 1 I r J \ ff `1 ,` t{ i , i at ^n 1 f zJ 1 r' I f I r r ,_ rt r I ---t ry. i l 1 f J ` I rt • f , Q S1 / ii) -r, f �- 1-- LU r -, _.. ._____ r 1 (1 , m .a mr f �'rr 1 J. - < 3 Ian �r I I I� r ^�r 4- ,' I l -- 4 '- V. { O __..,. 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'QJ '�ZJ kkLdTJd 11 � 6c (YZp Pac.y �.s U �- ,„/ DATE TIME CITY OF ORONO CALLED IN r, INSPECTION NOTIC SCHEDULED '// ''/ PERMIT NO64��'�to 16 COMPLETED ADDRESS 11 3 C C C S iwdil OWNER TELEPHONE NO. /,; CONTRACTOR � C)( t'f `i U I til tJeciji DESCRIPTION • /� D/#ii W▪ ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE PTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU YES_NO co• COMMENTS: cc o /'At:P •- dra y' " l'• oaru cafeW (� cc k>e Ge 0 ac Q z cc il• dLu V_FIK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C) LICORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT LI CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN LI CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. (h' White Copyllnspector's File Canary Copy/Site Notice /_ /� TIME CITY OF ORONO7pLinvisCINAGLLREID IN INSPECTION NOTICEHEDULED :I 1 • -- /O 00 PERMIT NO.oatO/b- MPLETED — —/ — ADDRESS / ' / �. /.,L_ 4. . eOWNER T PW E ,A i - " 7v -.a • CONTRACTOR s111SCRIPTION %L'14 FOOTING g-74--) NAL j5 ❑ SEPTIC FINAL OURED WALL 0 EXCAV/GRADING/FILLING C 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES NO y COMMENTS: cc �� / cc0 cc 0 W cc Q Figie_____ be/� i 4 /' w , i cc O W' • , •RK SATISFACTORY:PROCEED 111PROJECT COMPLETE W A S•RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ❑ •'•RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours i advance. (952) 24J 4 i 1 Owner!Contractor on site: �4 /�-„: ,/ Inspector. �. .�4w.' �� White Copy/Inspector's File nary Copy/Site Notice 1./ DATE-/ TIME CITY OF ORONO CALLED IN 7- / -/b INSPECTION N� QTICS /,, p SCHEDULED 7- /.5!0 1: 30 PERMIT NO. .<' )/ —M oD COMPLETED ADDRESS / /30 Did S a,„� � OWNER , •HONE NO.(' 7-6 -' D 111 CONTRACTOR U LI ,1 ' _- ' •.4/ 0 / DESCRIPTION 010 „1,1,;.-',,,,, ,-;••:%-- 0/ i W ❑ FOOTING 0 DEMO-FINAL �� EPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING QElFOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP _IQ ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP ElFOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO d c.) COMMENTS: cc a •a i , d N. CC r ANIEIME414 CC 2 W Z W CC J d 2 RK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CZI O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in adva 5 ) 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice -'(� CD'e--4------ DATE TIME `% CITY OF ORONO CALLED IN �� �(O/�� �� Tr r INSPECTION N E SCHEDULED PERMIT NO. - W COMPLETED � ADDRESS I ( . e) (5 � v of Sta/L "q OWNER TELEPHONE NO. iteakil/-01c2-0� S CONTRACTOR - V 1 tt9AA Laes/\ i DESCRIPTION JbOTj t ( 1 �J W DOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q 0 POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING vC 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE PTIC INSTALL IC Z OWNER/CONTRACTOR TO MEET YOU: YES_NO u) COMMENTS: C..----- Q. Ft7 c fa r `04)t—✓ alt 6 L Ct p ba,444Jc. l . - 0h cc 0 W - w14. .r-�,P.,� C/�¢, 4 -t-. .c�-,.1 Q WW CC 2 SATISFACTORY:PROCEED ❑PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CZ 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector 1 i--- White Copylnspector's File Canary Copy/Site Notice _` - ' / /,_p ,_ J6 TIME CITY OF ORONO LLED IN I// / INSPECTION NOTICEHEDULED /6). 7'"—/ 4, / 'DO PERMIT NO.,.,20/ dD�$ COMPLETED ADDRESS /736 ad(;' /57 ( /ed,_C' OWNERE ,,ONE NO: ✓/' — -0 ,' 0 CONTRACTOR 0 'lit'e �11c'c 5 ,ice_... E DESCRIPTION t i %.a .k.— W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING wj O ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑❑,r INSULATION 0 WOOD BURNER/FIREPLACE 1:1COMPLAINT v JAINAL ❑ WATER HOOK-UP 0 FOLLOW-UP ▪ !• ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: IQ ,deck -(r pa. - 6 ' �:"'s 'i11'_�- T. ..�Tl .a/;/ - 7 ' d *17 A,Aarit.Ts/IIIII Irlr(I-*T? .:E"..ta.. 0 4 �toprea eg by b rs/!pa�,5 2>f4 rc•e L _o Fdecic �- Q eSe; a/a -Fra.n.�is �► �r ��ski.�S !� >`. et, i xPase 6U �� L4,1 kt) I/ A,�4e r �-h4.t �frc--•ilecaye� /¢n j ••33e/I,Uroe. 4.;`a&.7 6 S4Tye 7 d IQ 0 WORK SATISFACTORY.PROCEED 0 PROJECT COMPLETE Ct 1.4 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CI%CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V gibtotempamo PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspector: /h'•- 44— (. ..WIt to Copyllnspector's File Canary Copy/Site Notice 60131\i t DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED l I -2-q-((. PERMIT NO. 1.-01(0 -0010$K COMPLETED� yam,, ADDRESS 115O oid cr qs.-eaUJ g S OWNER TELEPHONE NO. CONTRACTOR c �{ 1 / C DESCRIPTION 1Cil f UrV1 Si " V`tSJ W ❑ FOOTING 0 DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL .• ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO ti COMMENTS: —R.QGIN--- ?)Gfarth ccctcurve ecRe s yrod i S c��dl`/F, p c • `Ili!s `f i raj C� 1/&,,e 7•(Pf? ka .;•Qe 74Q cc z €rig Z.0/17-- D(37q has n47z-- eeh -tqiil4 e.e ihp4Q, Q/,e-/ r671pvs j e cc/l beolltRoenc a'' ! CO de,Tiv Cia; 7L4 i; (91CelL a '66/ 7i IQ• LI WORK SATISFACTORY:PROCEED 11PROJECT COMPLETE CC ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED o STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Con r on site: Inspector. / White Copy/Inspector's File Canary Copy/Site Notice Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning AssistantGiAn CC: Street File Date: January 4, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit#2016-00688 pertaining to 1130 Old Crystal Bay Road S is complete. Please refund $2,500 to the property owner, Spotted Dog, LLC. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Spotted Dog, LLC 1907 E Wayzata Blvd#300 Wayzata, MN 55391 w:\street files\old crystal bay rd s\1130\escrow refund 2016-00688.docx BUILDING PERMIT ESCROW AGREEMENT Land Use Application#15-3795&Orono Building Permit#2016-00688 AGREEMENT made this CI day of i z- , 2016, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")and Spotted Dog LLC ("Owners"). Recitals 1. A building permit application has been filed for retaining walls, patio,deck with pergola located at 1130 Old Crystal Bay Road S, the ("Subject Property"), legally described as: Lots 1 and 3, Block 1, Colwell Addition, according to the recorded plat thereof, except that part of said Lot 3 which lies northwesterly and westerly of the following described line:Beginning at a point on the north line of said Lot 3,a distance of 156.10 feet easterly from the northwest corner of said Lot 3; thence southwesterly to an angle point on the westerly line of said Lot 3 a distance of 302.76 feet southerly from said northwest corner, as measured along said westerly line; thence southerly along said westerly line a distance of 162.64 feet to an angle point in said westerly line; thence southerly to the point of curvature on the southwesterly line of said Lot 3 and said line there terminating,Hennepin County,Minnesota. 2. Owners request the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application.The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with Land Use Application # 15-3795 & Orono Building Permit#2016-00688 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any,shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF ORONO O R: By: 1MAAAADIAA47, Its: r 1 o'ei vt • LAND USE APPLICATION ESCROW AGREEMENT Application# /5 - ?S 79 S AGREEMENT made this day of OC DF EP— , 20l$, by and between the CITY OF ORONO,a Minnesota municipal corporation("City`)and SpO taI J)OQ, LlL (a corporation—optional)("Owners"). Recitals 1. Owners have filed zoning Application# /O - 379c formally requesting the City to review plans fora NEW 0V1-00012- PDOL�LIV IN b t Mi r W NILS located at the property addressed: L tea DLt> (imy STPc L , L D�•,.M. N �S3A 1 (the'Subject Property")legally described as SEP AA[1" S4'Lt�t- L 04— DicSC2.t 2. Owners request the City to review said plans which requires City approval and may require consulting legal and/or engineering review. 3. The City is willing to commence its review of the application and incur costs associated with said review only if the Owners establish an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE.THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement,the Owners shall deposit$2S 00 with the City. All accrued interest,if any,shall be paid to the City to reimburse the City for its cost in administering the escrow account 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has Incurred(including planning,engineering,or legal consultant review)or will incur in meeting with the Owners, reviewing the plans, and preparing agenda packet material for City Council review of application# /S - 3745 . Eligible expenses shall be consistent with expenses the Owners would be responsible for under a land use application. 3. MONTHLY BILLING. As the City receives consultant bilis for incurred costs,the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in#3 above, shall cease an reviews until the Owners pay ail expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners,or if the eligible expenses incurred by tie City exceed the amount in escrow,the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn.Stat.§§415.01 and 366.012. CITY: C OF ORONO OWNE ! 1 r� Byt1VYw 1 ro/ By: its: udd'' Its: Pie,c4..- ` J Internal Use Only: D Original to Finance Department D Copy to Zoning File D Copy to Street File Packet Last Updated:August 2015 Page 10 • zy• • - • ' • • • • • 33449, SOWW)*W-DESKIW,:jNti,j'T • - • --PLAIM4umBAOK 04•410600 ••,. , • • • • •• n44640449' •• . t,• at PiW00,630..Att • • • • • •• •• • • • PAUL,MN .65120 • . • - • AcOt # . • . Octbber 20, 20.15 $******2 ,50 DATE . AMOUNT Pay: **********************.****Two thousand five hundred dollars- and no cents • , - • PAY s 'TO THE CDin W. OF ORDER City of Orono =4.. .,q P 0 E1OX 66 VOID AFTER 60 DAYS Crystal Bay, MN 55323 r-.3 "••• 0 c7) m 6 LT 0 4.10111111111111MMINIE11.1811.111111.1/111111116' • A • 1 .1001101104nit. ' • -, Vaitffla BANC . , ' • ' • • • • ' 71761-*344.1 loistotht,sit04 • • . • • • • • ter.:MuLtat4--451:20 • • • • • • • VICWirAgr ACCt # • October 20, 2:015 ;$****** 700,00 • • DATE • AMOUNT. Pay: *********************'****"*"*******Seven hundred dollars and no cents f luTtit * ORDER City of Orono OF P 0 BOX 66 VOID AFTER 60 DAYS %,0 Crystal Bay, MN 55323 - AP 11.1111111111181111111011.11111414111111=1111111.616 • CITY OF ORONOII IIIII 111 * 2750 KELLEY PARKWAY * 20 1 5 - 0 1 3 6 DATE ISSUED: 10/22/22 015 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 1130 OLD CRYSTAL BAY RD S PIN : 09-117-23-14-0007 LEGAL DESC : COLWELL ADDN : LOT 000 BLOCK 001 PERMIT TYPE : ESCROW FEE-APPLICANT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-APPLICANT NOTE: THIS$2500 ESCROW IS TIED TO ZONING APPLICATION 15-3795 APPLICANT ESCROW FEE-APPLICANT 2,500.00 TOTAL 2,500.00 Spotted Dog LLC Payment(s)1907 E WAYZATA BLVD CHECK 33449 2,500.00 #300 WAYZATA,MN 55391- OWNER Spotted Dog LLC 1907 E WAYZATA BLVD #300 WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Permitee Signature Date Issued By Signature Date Da............. I ! I I I I i I I 7!612016 12:00 AM METJ Framing P Y 2016-00688 1130 Old Crystal Bay Rd S Addition 1 Remodel I Repair Residue Addis 1 Remodel!Repair 12/21/2016 12:00 AM ROGP As-Built Survey P 2016-00688 1130 Old Crystal Bay Rd S I sAddition!Remodel 1 Repair Residential Addis I Remodel I Repair 7/1112016 12:00 AM METJ Other IP Y 2016-00688 1130 Old Crystal Bay Rd S !Addition/Remodel 1 Repair Residential Ad&i 1 Remodel I Repair 10/24/2016 ;12:00 AM METJ '(Final F Y 2016-00688 1130 Old Crystal Bay Rd S l Addition/Remodel 1 Repair Residential Addy,!Remodel!Repair 7/15!2016 112:00 AM AETD —I Ret mg W -FirmaP Y 2016-00688 1130 Old Crystal Bay Rd S `Addition!Remodel!Repair Residential Addn I Remodel!Repair 12121!2016 !i2:0°AM ROGP Final RENSPECTDON _..— P Y 2016-00688 1130 Old Crystal Bay Rd S f Addition!Remodel/Repair Residential Addis I Remodel 1 Repair n OLD CRYSTAL BAY ROAD (CO. RD. NO. 84) R=987.93 A=06°04'37" I S 02°29'00" W L=104.78 (D �� x � ° U) (D o Ww r°r. m 0.74_— o 0- in- �� X31 in 0 C =5 -0M=: -s � �5'(n m Nm CD ,� �� � D =' ZA (p 00 a) �. 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JOB NO. CHECKE 16-025A SHEET DATE MINN. LICENSE NUMBER 1-? 7S.S' of SHEETS 00 N 4 ZDV) Z zo> m C cn T%N 00 zoo C: 00 c0mN 0 ic 0 M< Z Cl) 0M M rM�� pDZ - vo v O Z✓ o 0 O z n - O Z✓ o �a O GRONBERG & ASSOCIATES, INC. CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS 445 N. WILLOW DRIVE LONG LAKE, MN 55356 PHONE: 952-473-4141 FAX: 952-473-4435 rn N I Co I o • -U M =7 �O X O O (no5.33 o (D� v a0 () o CCD M = O (D O (D o S -► (D (D a (D O W ch (n C (D a 0- ovm-A oov -:- h �=x._Z a-_*cn(DOM o ate' �' 583 �'•3(Q -+�, �. 3 =3 cn (D N (D (D fy 'ate 04 Nb, D�� 0-1 O (D � �' :DG a (D-aZ`C a0 O � 0 W to (n (D (D cn - 0 (D -:a) --h 5 °7 (D CQ Q "" :3O T. O a 3 O N r 00 `"- W n O ao 07 (D (D W� X30 C a (n O W C �- M Q v Q cn r- v(D 0 0 �r (DD N � Wim,, O WO_� a (D (D W -. CD -i -0 � a cn (n0 SIV (D Q (`�D O O O W (D (D n Z (3D fD O r-+.0 v n a a � �' �' (D O ` 0 Q. (D v, (D (D 3 -� (DW0 .'_rncn��ga_ cn m�Q)ZTU)N(D r,0a -+-0 (D �tDo Q (D (D nn�'-+- o(nO 3o �, CD -- (D �, * - ® -++ 0 ((DD � O o o �(D O(p (D Sy (n a 7 3 (D �- a O (O O ;3, OCD (D `C � O ((DD (Q v 0O. (D Ncn r r CL W M 0 a o a o (-D (D -z (D o '' o O _a n Z" O- O (D O a n n (D v m o su (0,CD 50 (n(D mm (D T (D -� C O o> O cb O w 0 19 2240�� w 69 vu C, V , N M „80,05 0,V V REVISIONS DATE BY REMARKS 11-19-15 THRESHOLD, FLOOR ELEVS ADDED 6-17-16 REVISED PATIO- DECK N 01°40'1 IGNE I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision AWN and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. CKE DATE 6'-17-16' MINN. LICENSE NUMBER IZ; - OLD CRYSTAL BAY ROAD (CO. RD. NO. 84) �, R=987.93 4=06004137° L=104.78I S 02029'00" W n5 , Z m a W W W N CC3i C W W d7 1 ©0 n 0 0 3 0 0 C Ilii 0 n n N M O < O M z ❑ O 10-22-151GRONBERG & ASSOCIATES, INC, SCCALEALF 1"=100' CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS 16 255 445 N. WILLOW DRIVE LONG LAKE, MN 55356 SHEET OF SHEETS PHONE: 952-473-4141 FAX: 952-473-4435 C C* COOd (�- O ii-MORAWN 1 -111 REM IM -22,91